An L3x3x1/4 structural steel angle brace frames between beams sized per plan, with an L5x3x1/4 horizontal angle leg extended to support and connected using 3/16 fillet welds. A 1/4 inch thick by 6 inch wide minimum plate is welded to the beam on three sides with 3/16 fillet welds. The brace transfers an unfactored load of 4,700 pounds and requires joist reinforcing per sheet S-507.
BM PER PLAN L3X3X1/4 3/16 2 3/16 2 3/16 2 L5X3X1/4, LOCATED PER PLAN, EXTEND HORIZ ANGLE LEG TO SUPPORT 3" 3/16 2 3/16 2 TYP PL1/4X6X0'-6" MIN 3/16 3 SIDES 5/8 6 BRACE LOAD = 4,700 LBS (UNFACTORED). SEE PLAN FOR TYP ARRAGEMENT. PROVIDE JOIST REINFORCING AS REQUIRED PER S-507.
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership